My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
ARCHIVED REPORTS XR0000191
EnvironmentalHealth
>
EHD Program Facility Records by Street Name
>
B
>
B
>
1603
>
3500 - Local Oversight Program
>
PR0543430
>
ARCHIVED REPORTS XR0000191
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
2/5/2019 11:09:14 AM
Creation date
2/5/2019 9:55:31 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0000191
RECORD_ID
PR0543430
PE
3528
FACILITY_ID
FA0009377
FACILITY_NAME
CAL TRANS MAINT SHOP 10
STREET_NUMBER
1603
Direction
S
STREET_NAME
B
STREET_TYPE
ST
City
STOCKTON
Zip
95206
APN
16918002
CURRENT_STATUS
02
SITE_LOCATION
1603 S B ST
P_LOCATION
01
P_DISTRICT
001
QC Status
Approved
Scanner
WNg
Tags
EHD - Public
There are no annotations on this page.
Document management portal powered by Laserfiche WebLink 9 © 1998-2015
Laserfiche.
All rights reserved.
/
69
PDF
Print
Pages to print
Enter page numbers and/or page ranges separated by commas. For example, 1,3,5-12.
After downloading, print the document using a PDF reader (e.g. Adobe Reader).
View images
View plain text
California November 4 1999 <br /> a nia Department of Transportation , <br /> Shop 10 Maintenance Station, Stockton, California Project No 103872-02 <br /> sampling activities were transferred into labeled, reconditioned 55-gallon drums The drums <br /> were left on-site to be maintained by Caltrans <br /> 4.3. Laboratory Analysis <br /> The groundwater samples were submitted for analysis to AL, a State of Call fornia-certifled <br /> hazardous waste analytical laboratory Samples were analyzed for TPH-G and TPH-D, using <br /> method EPA 8015 (modified) Samples were analyzed for BTEX, methyl tertiary-butyl ether <br /> (MTBE), tertiary-amyl-methyl ether (TAME), isopropyl ether (DIPE), tertiary butyl (TBA), <br /> ethyl-tertiary-butyl ether (ETBE), and volatile organic compounds (VOCs) using method <br /> EPA 8260B A summary of the past and present laboratory results for the groundwater sam- <br /> ples is presented in Table 1 Copies of laboratory results and chain-of-custody documents are <br /> included in Appendix B <br /> 5 SUMMARY AND CONCLUSIONS <br /> Ninyo & Moore measured depth-to-groundwater and sampled eight wells at the site between <br /> September 23 and 24, 1999 Groundwater elevation data indicates that the groundwater flow is to <br /> the southeast beneath the site with a Hydraulic gradient of 0 002 feet per foot Comparatively, <br /> groundwater measurements recorded during the last monitoring event in June 1999 indicated <br /> groundwater movement beneath the site was toward the southeast under a hydraulic gradient of <br /> 0 0015 feet per foot The depth to groundwater has increased in all wells since the last sampling <br /> event Decreases in groundwater elevations were recorded in wells MW-12 by 2 86 ft , MW-13 <br /> by 0 20 ft , MW-14 by 2 80 ft , MW-16 by 0 37 ft , MW-19 by 7 68 ft , NIW-20 W-20by035ft , MW- <br /> 24 by 2 47 ft , MW-25 by 0 40 ft , VM-1 by 0 25 ft , and VM-2 by 0 18 ft , respectively Labo- <br /> ratory data has indicated increases and decreases in many of the compounds analyzed for in <br /> samples taken from various wells on site <br /> In well MW-12, Total xylenes increased in concentration from non detect levels to 7 5 micro- <br /> gram per liter(µg11) <br /> shop 10doc 4 <br />
The URL can be used to link to this page
Your browser does not support the video tag.